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• W1969011145 abstract "Foundation settlements and soil–structure interaction are important problems to structural and geotechnical engineers. This study introduces a novel elastoplastic three-degree-of-freedom medium which models foundations settlements under combined loadings. A soil–structure interaction problem can then be solved by replacing the soil mass with this three-degree-of-freedom elastoplastic medium, thus reducing significantly the size of the problem. The model was developed by extending the classical plasticity concepts to the force-deformation level. Its ability to predict foundation deformations was evaluated using finite element solutions of a typical shallow foundation problem and was found reasonably accurate while producing significant time savings. Copyright © 2006 John Wiley & Sons, Ltd." @default.
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• W1969011145 date "2007-01-01" @default.
• W1969011145 modified "2023-09-23" @default.
• W1969011145 title "Elastoplastic medium for foundation settlements and monotonic soil–structure interaction under combined loadings" @default.
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• W1969011145 doi "https://doi.org/10.1002/nag.556" @default.
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